نوع مقاله : مقاله کامل پژوهشی
نویسندگان
دانشکده فنی و مهندسی، دانشگاه ارومیه
چکیده
کلیدواژه‌ها
موضوعات
عنوان مقاله [English]
نویسندگان [English]
In the present paper, the results of a series of seismic experiments in a 1g environment on a structure located over liquefiable ground with different thicknesses reinforced with GD and DSM techniques were presented. The dynamic response of the reinforced ground system was investigated based on the parameters of settlement, excess pore water pressure ratio, maximum acceleration, behavior of stress-strain of reinforced soil. The time history of the input acceleration was applied harmonically with an acceleration range of 0.2g and at frequencies of 1, 2, and 3 Hz. results of experimental investigations show that the thickness of the liquefiable layer and the frequency of the input motion have a significant impact on the effectiveness of the improvement method and all responses.
کلیدواژه‌ها [English]
اسدزاده خوشه مهر ق، بهادری ب، "ارزیابی عملکرد ستون‌های شنی در کاهش خطرات ناشی از روانگرایی"، پژوهشنامه زلزله شناسی و مهندسی زلزله، 1388، سال دوازدهم (1-2)، 0-1.
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